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Home My WebLink AboutProduct Approval- Garage Door 1/16/2017 Florida Building Code Online Business & Professional Regulation BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications FBC Staff BCIS Site Map Links Search F nda e Product Approval n USER: Public User / gU l,jr Product Approval Menu>Product or Application Search>Application Lis[>Appikatlon Detail /G / �t U�d d J • FL# FL9174-R11 Application Type Revision 7 / Code Version 2014 Application Status Approved / ,y /—�-n 1,)o-e-4 Comments set to re-apply per applicants request 4/28/15-rb Archived Product Manufacturer Wayne-Dalton, a division of Overhead Door Corporation Address/Phone/Email 3395 Addison Drive Pensacola, FL 32514 (850) 474-9890 Mark_Garon@Overheaddoor.com Authorized Signature Greg Taylor gtaylor@Wayne-Dalton.com Technical Representative Greg Taylor Address/Phone/Email 3395 Addison Drive Pensacola, FL 32514 (850) 474-9890 gtaylor@wayne-dalton.com Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Sectional Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer ,' Evaluation Report- Hardcopy Received Florida Engineer or Architect Name who developed John E. Scates the Evaluation Report Florida License PE-51737 Quality Assurance Entity Intertek Testing Services NA, Inc. Quality Assurance Contract Expiration Date 06/27/2038 Validated By Kurt Dietrich PE s Validation Checklist- Hardcopy Received Certificate of Independence FL9174 R11 COI Cert of Ind Scates 2011 s pdf Referenced Standard and Year (of Standard) Standard Year DASMA-108 2002 DASMA-115 r 2005 Equivalence of Product Standards Certified By Sections from the Code (o � l� https://www.floridabuilding.org/pr/pr_app dtLaspx?param=wGEVXQwtDq n11JR vVxf6u7ojnl0heH o2bRKJkizESWxAzegKuY8GeGQ%3d%3d 1/6 1/1612017 Florida Building Code Online Product Approval Method �_ Me4iod 1 Option D Date Submitted 04/06/2015 Date Validated 04/28/2015 Date Pending FBC Approval 05/04/2015 Date Approved 06/23/2015 Summary of Products FL# Model,Number or Name Description 9174.1 5120/ 6100/9100 #0228 9' Max width. 8'-9" Max height. Max section height 21". Glazing available in top or intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R11 II 0228 318958 P7.pdf Approved for use outside HVHZ: Yes FL9174 R11 II Track Suoplement Chart P10.Dddf Impact Resistant: Yes FL9174 R11 II WD3ambSuoolementP16 s.pdf Design Pressure: +26.90/-30.80 Verified By: John E. Scates P.E. FLORIDA PE 51737 Other: Created by Independent Third Party: Yes Evaluation Reports FL9174 R11 AE ASTM A 653.pdf FL9174 R11 AE Eval Rept 9100 rl s.pdf FL9174 R11 AE FL09174 r9 Affirmation for FBC 5th 2014s.pddf Created by Independent Third Party: Yes 9174.2 5120/ 6100/9100 #0229 16' Max width. 8'-9" Max height. Max section height 21". Glazing available in top or intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R11 II 0229 318959 PB.Ddf Approved for use outside HVHZ: Yes FL9174 R11 II Track Supplement Chart P10.Ddf Impact Resistant: No FL9174 Rll II WDJam1bSupDlementP16 s.odf Design Pressure: +15.30/-17.00 Verified By: John E. Scates P.E. FLORIDA PE 51737 Other: Doors with glazing shall not be used in the wind- Created by Independent Third Party: Yes borne debris region unless protected or unless structure is Evaluation Reports designed as partially enclosed or door is a replacement FL9174 R11 AE ASTM A 653.pdf door. )L9174 R11 AE Eval Rept 9100 rl s.pdf FL9174 R11 AE FL09174 r9 Affirmation for FBC 5th 2014s.pdf Created by Independent Third Party: Yes 9174.3 5120/ 6100/9100 #0230 16' Max width. 8'-9" Max height. Max section height 21". Glazing available in top or intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R11 II 0230 318960 P10.Ddf Approved for use outside HVHZ: Yes FL9174 R11 II Track SuDDlement Chart P10.Ddf Impact Resistant: Yes FL9174 R11 II WDJambSuDDlementP16 s.odf Design Pressure: +25.90/-28.80 Verified By: John E. Scates P.E. FLORIDA PE 51737 Other: Created by Independent Third Party: Yes Evaluation Reports FL9174 R11 AE ASTM A 653.Ddf FL9174 R11 AE Eval Regt 9100 rl s.pdf FL9174 R11 AE FL09174 r9 Affirmation for FBC 5th 2014s.Ddf Created by Independent Third Party: Yes 9174.4 5120/ 6100/9100 #0231 16' Max width. 8'-9" Max height. Max section height 21". Solid only - no glazing available. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R11 II 0231 318996 PS.Ddf Approved for use outside HVHZ:Yes FL9174 R11 II Track Supplement Chart P10.Ddf Impact Resistant:Yes FL9174 Rll II WDJambSuoolementP16 s.odf Design Pressure: +30.00/-33.50 Verified By: John E. Scates P.E. FLORIDA PE 51737 Other: Doors with glazing shall not be used in the wind- Created by Independent Third Party: Yes borne debris region unless protected or unless structure is Evaluation Reports designed as partially enclosed or door is a replacement FL9174 R11 AE ASTM A 653.Ddf door. FL9174 R11 AE Eval Reot 9100 rl s.pdf FL9174 R11 AE FL09174 r9 Affirmation for FBC 5th 2014s.odf Created by Independent Third Party: Yes 9174.5 5120/ 6100/9100 #0234 9'Max width. 8'-9" Max height. Max section height 21". Glazing available in top or intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R11 II 0234 319022 PS.pdf Approved for use outside HVHZ: Yes FL9174 Rll II Track Supplement Chart P10,odf Impact Resistant: Yes FL9174 Rll II WDJambSupplementP16 s.odf Verified By: John E. Scates P.E. FLORIDA PE 51737 https:/Avww.floridabuilding.org/pr/pr_app o.aspx?param=wGEVXQwtDqufllJRfvVxf6u7ojnl0heH%2bRKJkizESWxAzegKuY8GeGQ°/a3d%3d 216 1/16/2017 Florida Building Code Online Design Pressure: +43.20/-49.60 Created by Independent Third Party: Yes Other: Evaluation Reports FL9174 R11 AE ASTM A 653.odf FL9174 R11 AE Eval Reot 9100 rl s.odf FL9174 R11 AE FL09174 r9 Affirmation for FBC 5th 2014s.odf Created by Independent Third Party: Yes j 9174.6 5120/6100/9100 #0235 16' Max width. 8' Max height. Max section height 21". Glazing available in top or intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R11 II 0235 319023 P6.odf Approved for use outside HVHZ:Yes FL9174 R11 II 319040 P1 Post.pdf Impact Resistant: Yes FL9174 R11 II Track Suoolement Chart P10.Ddf Design Pressure: +39.20/-43.70 FL9174 R11 II WD3ambSuDolementP16 s.oddf Other: Verified By: John E. Scates P.E. FLORIDA PE 51737 Created by Independent Third Party: Yes Evaluation Reports FL9174 R11 AE ASTM A 653.pdf FL9174 R11 AE Eval Rept 9100 rl s.Ddf FL9174 R11 AE FL09174 r9 Affirmation for FBC 5th 2014s.Ddf Created by Independent Third Party: Yes 9174.7 5120/ 9100 #0232 18' Max width. 8'-9" Max height. Max section height 21". Glazing available in top or intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R11 II 0232 318999 P5.pdf Approved for use outside HVHZ: Yes FL9174 Rll II Track SuDolement Chart P10.odf Impact Resistant: No FL9174 R11 II WDJambSuDDlementP16 s.pdf Design Pressure: +12.40/-13.80 Verified By: John E. Scates P.E. FLORIDA PE 51737 Other: Doors with glazing shall not be used in the wind- Created by Independent Third Party: Yes borne debris region unless protected or unless structure is Evaluation Reports designed as partially enclosed or door is a replacement FL9174 R11 AE ASTM A 653.Ddf door. FL9174 R11 AE Eval Rept 9100 rl s.pdf FL9174 R11 AE FL09174 r9 Affirmation for FBC 5th 2014s.odf Created by Independent Third Party: Yes 9174.8 5120/9100 #0233 18' Max width. 8'-9" Max height. Max section height 21". Glazing available in top or intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R11 II 0233 319000 PS.Ddf Approved for use outside HVHZ: Yes FL9174 Rll II Track Supplement Chart P10.Dddf Impact Resistant: No FL9174 R11 II WDJambSuDDlementP16 s.pdf Design Pressure: +18.50/-20.70 Verified By: John E. Scates P.E. FLORIDA PE 51737 Other: Doors with glazing shall not be used in the wind- Created by Independent Third Party: Yes borne debris region unless protected or unless structure is Evaluation Reports designed as partially enclosed or door is a replacement FL9174 Rll AE ASTM A 653.pdf door. FL9174 R11 AE Eval Rept 9100 rl s.Ddf FL9174 R11 AE FL09174 r9 Affirmation for FBC 5th 2014s.pdf Created by Independent Third Party: Yes 9174.9 5120/9100 #0236 18'Max width. 8' Max height. Max section height 21". Glazing available in top or intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 Rll II 0236 319024 P6.pdf Approved for use outside HVHZ: Yes FL9174 Rll II 319040 Pl Post.Ddf Impact Resistant: Yes FL9174 Rll II Track Supplement Chart P10.pdf Design Pressure: +30.00/-33.50 FL9174 R11 II WDJambSuDDlementP16 s.Ddf Other: ! Verified By: John E. Scates P.E. FLORIDA PE 51737 Created by Independent Third Party: Yes Evaluation Reports FL9174 R11 AE ASTM A 653.Ddf FL9174 R11 AE Eval Rept 9100 rl s.Ddf FL9174 R11 AE FL09174 r9 Affirmation for FBC 5th 2014s.pdf Created by Independent Third Party: Yes 9174.10 5120/9100 #0237 18' Max width. 8'Max height. Max section height 21". Glazing available in top or intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R11 II 0237 319025 P6.Ddf Approved for use outside HVHZ: Yes FL9174 Rll II 319040 Pl Post.pdf Impact Resistant: Yes FL9174 Rll II Track Supplement Chart P10.Ddf Design Pressure: +39.20/-43.70 FL9174 R11 II WDJambSupolementP16 s.Ddf Other: Verified By: John E. Scates P.E. FLORIDA PE 51737 Created by Independent Third Party: Yes Evaluation Reports FL9174 R11 AE ASTM A 653.Ddf FL9174 R11 AE Eval Rent 9100 rl s.pdf FL9174 R11 AE FL09174 r9 Affirmation for FBC 5th 2014sodf j Created by Independent Third Party: Yes https://www.floridabuildi ng.org/pr/pr_app_ckl.aspx?param=wGE\/XQwtDqufl 1 JRfvVxf6u7oj nlOheH%2bR KJkizESWxAzegKuY8GeGQ%3d%3d 3/6 1/16/2017 Florida Building Code Online 9174.11 5120/5140/6100/9100/9400/9600 9'Max width. 10' Max height. Max section height 24". Glazing #0600 available in top or intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No I FL9174 R11 II 0600 319026 P4.pdf Approved for use outside HVHZ: Yes FL9174 Rll II Track Supplement Chart P10.Ddf Impact Resistant: No FL9174 Rll II WDJambSuoolementP16 s.pdf Design Pressure: +26.90/-30.80 Verified By: John E. Scates P.E. FLORIDA PE 51737 Other: Doors with glazing shall not be used in the wind- Created by Independent Third Party: Yes borne debris region unless protected or unless structure is Evaluation Reports designed as partially enclosed or door is a replacement FL9174 Rll AE ASTM A 653.p_df door. FL9174 R11 AE Eval Rept 9100 rl s.odf FL9174 R11 AE FL09174 r9 Affirmation for FBC 5th 2014s.odf Created by Independent Third Party: Yes 9174.12 51-0/5140/6100/9100/9400/9600 9' Max width. 10'Max height. Max section height 24" Glazing #0601 available in top or intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R11 II 0601 319027 P4.Ddf Approved for use outside HVHZ:Yes FL9174 R11 II Track Supolement Chart P10.Ddf Impact Resistant: Yes FL9174 R11 II WDJambSupplementP16 s.Ddf Design Pressure: +41.00/-46.30 Verified By: John E. Scates P.E. FLORIDA PE 51737 Other: Created by Independent Third Party: Yes Evaluation Reports FL9174 R11 AE ASTM A 653.Ddf FL9174 R11 AE Eval Rept 9100 rl s.odf FL9174 R11 AE FL09174 r9 Affirmation for FBC 5th 2014s.Ddf Created by Independent Third Party: Yes 9174.13 5120/5140/6100/9100/9400/9600 16'Max width. 10' Max height. Max section height 24". Glazing #0602 available in top or intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 Rll II 0602 319028 P5.odf Approved for use outside HVHZ: Yes FL9174 Rll II Track Supplement Chart P10.Ddf Impact Resistant: No FL9174 Rll II WDJambSuDDlementP16 s.Ddf Design Pressure: +15.30/-17.00 Verified By: John E. Scates P.E. FLORIDA PE 51737 Other: Doors with glazing shall not be used in the wind- Created by Independent Third Party: Yes borne debris region unless protected or unless structure is Evaluation Reports designed as partially enclosed or door is a replacement FL9174 Rll AE ASTM A 653.Ddf door. FL9174 R11 AE Eval Rept 9100 rl s.Rdf FL9174 R11 AE FL09174 r9 Affirmation for FBC 5th 2014s.Ddf Created by Independent Third Party: Yes 9174.14 5120/5140/6100/9100/9400/9600 16'Max width. 10'Max height. Max section height 24". Glazing *0603 available in top or intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R11 II 0603 319029 P5.Ddf Approved for use outside HVHZ: Yes FL9174 R11 II Track Supplement Chart P10.odf Impact Resistant: No FL9174 R11 II WDJambSuRDlementPl6 s-od Design Pressure: +23.00/-25.00 Verified By: John E. Scates P.E. FLORIDA PE 51737 Other: Doors with glazing shall not be used in the wind- Created by Independent Third Party: Yes borne debris region unless protected or unless structure is Evaluation Reports designed as partially enclosed or door is a replacement FL9174 R11 AE ASTM A 653.pdf door. FL9174 R11 AE Eval Rept 9100 rl s.odf FL9174 R11 AE FL09174 r9 Affirmation for FBC 5th 2014s.odf Created by Independent Third Party: Yes 9174.15 5120/5140/6100/9100/9400/9600 16' Max width. 8' Max height. Max section height 24" Glazing #0604 available in top or intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R11 II 0604 319030 P5.odf Approved for use outside HVHZ: Yes FL9174 R11 II 319040 PI Post.Ddf Impact Resistant: Yes FL9174 R11 II Track Supplement Chart P10.Rdf Design Pressure: +39.20/-43.70 FL9174 R11 II WDJambSuoolementP16 s.Ddf Other: Verified By: John E Scates P.E. FLORIDA PE 51737 Created by Independent Third Party: Yes Evaluation Reports FL9174 R11 AE ASTM A 653.Ddf FL9174 R11 AE Eval Rept 9100 rl s.pdf FL9174 R11 AE FL09174 r9 Affirmation for FBC 5th 2014s.pdf Created by Independent Third Party: Yes 9174.16 5120/5140/6100/9100/9400/9600 18'Max width. 10' Max height. Max section height 24". Glazing #0605 available in top or intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R11 II 0605 319031 P4.Rdf Approved for use outside HVHZ: Yes FL9174 R11 II Track Supplement Chart P10.Ddf Impact Resistant: No FL9174 R11 II WDJambSupplementPl6 s.Rdf https://www.floridabuilding.org/pr/pr_app dti.aspx?param=wGEVXQwtDqufllJRfvVxf6u7ojnl0heH%2bRKJkizESWxAzegKuY8GeGQ%3d%3d 416 1/16/2017 Florida Building Code Online Design Pressure: +15.30/-17.00 Verified By: John E Scates P.E. FLORIDA PE 51737 Other: Doors with glazing shall not be used in the wind- Created by Independent Third Party: Yes borne debris region unless protected or unless structure is Evaluation Reports designed as partially enclosed or door is a replacement IP FL9174 R11 AE ASTM A 653.Ddf door. FL9174 R11 AE Eval Reot 9100 r1 s.Ddf FL9174 R11 AE FL09174 r9 Affirmation for FBC 5th 2014s.Ddf Created by Independent Third Party: Yes 9174.17 5120/5140/6100/9100/9400/9600 18'Max width. 8'Max height. Max section height 24" Glazing #0606 available in top or intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R11 II 0606 319032 P6.Ddf Approved for use outside HVHZ:Yes FL9174 Rll II 319040 P1 Post.Ddf Impact Resistant: No FL9174 R11 II Track SuDDlement Chart P10.Dddf Design Pressure: +30.00/-33.50 FL9174 R11 II WDJambSuDolementP16 s.Ddf Other: Doors with glazing shall not be used in the wind- Verified By: John E Scates P,E. FLORIDA PE 51737 borne debris region unless protected or unless structure is Created by Independent Third Party: Yes designed as partially enclosed or door is a replacement Evaluation Reports door. FL9174 R11 AE ASTM A 653.Ddf FL9174 R11 AE Eval Rept 9100 rl s.Ddf FL9174 R11 AE FL09174 r9 Affirmation for FBC 5th 2014s.Ddf Created by Independent Third Party: Yes 9174.18 5120/5140/6100/9100/9400/9600 18' Max width. 8' Max height. Max section height 24" Solid only- #0609 no glazing available. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R11 II 0609 319035 P5.odf Approved for use outside HVHZ:Yes FL9174 R11 II 319040 P1 POst.Ddf Impact Resistant:Yes FL9174 R11 II Track SuDDlement Chart P10.Ddf Design Pressure: +39.20/-43.70 FL9174 Rll II WDJambSuDDlementP16 s.Ddf Other: Verified By: John E Scates P.E. FLORIDA PE 51737 Created by Independent Third Party: Yes Evaluation Reports FL9174 R11 AE ASTM A 653.Ddf FL9174 R11 AE Eval Reot 9100 rl s.Ddf FL9174 R11 AE FL09174 r9 Affirmation for FBC 5th 2014s.Ddf Created by Independent Third Party: Yes 9174.19 5140/6100/9400/9600 #0608 18' Max width. 8'-9" Max height. Max section height 21". Glazing available in top or intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R11 II 0608 319034 P4.Ddf Approved for use outside HVHZ: Yes FL9174 R11 II Track SuDDlement Chart P10 Ddf Impact Resistant: No FL9174 R11 II WDJambSuDDlementP16 s.Ddf Design Pressure: +18.50/-20.70 Verified By: John E Scates P.E. FLORIDA PE 51737 Other: Doors with glazing shall not be used in the wind- Created by Independent Third Party: Yes borne debris region unless protected or unless structure is Evaluation Reports designed as partially enclosed or door is a replacement FL9174 R11 AE ASTM A 653.Ddf door. FL9174 R11 AE Eval Reot 9100 rl s.Ddf FL9174 R11 AE FL09174 r9 Affirmation for FBC 5th 2014s.odf Created by Independent Third Party: Yes 9174.20 5140/9400/9600 #0607 16'Max width. 8'-9" Max height. Max section height 21". Glazing available in top or intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R11 II 0607 319033 P5.Dddf Approved for use outside HVHZ: Yes FL9174 R11 II Track Supplement Chart P10.Ddf Impact Resistant: No FL9174 R11 II WDJambSuDDlementP16 s odf Design Pressure: +25.90/-28.80 Verified By: John E Scates P.E. FLORIDA PE 51737 Other: Doors with glazing shall not be used in the wind- Created by Independent Third Party: Yes borne debris region unless protected or unless structure is Evaluation Reports designed as partially enclosed or door is a replacement FL9174 R11 AE ASTM A 653.Ddf door. FL9174 R11 AE Eval Rept 9100 rl s.Ddf FL9174 R11 AE FL09174 r9 Affirmation for FBC 5th 2014s pdf Created by Independent Third Party: Yes s,:..i. :vcsc Contact Us::2601 Blair Stone Road.Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida :: Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mall to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.*Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: https:/Avww.floridabuilding.org/pr/pr_app_c tl.aspx?param=wGE\/XQwtDqufl 1 J RfWxf6u7oj nlOheH%2bR KJkizESWxAzegKuY8GeGQ%3d%3d 5(6 1/16/2017 Florida Building Code Online ► - 'Credit Card Safe https://www.floridabuilding.orgtpr/pr_app o.aspx?param=wGEVXQwtDqufllJRfvVxf6u7ojnl0heH%2bRKJkizESWxAzegKuY8GeGQ%3d%3d 616 U9$ SEE U-BAR NOTE ON SHEET REVISIONS 1. NON-IMPACT RESISTANT GLAZING OPTION - .090' 2 FOR U-BAR INSTALLATION E PI REVISED MINIMUM SSB GLAZING IN MOLDED FRAMES GLUED WITH 13 GA HORIZ ANGLE EET SUPERIMPOSED DESIGN A 1/8"BEAD OF BOSTIK 1100 OR EQUIVALENT UNDER Ij DOOR PRESSURE LOADS ON THE OUTER FRAME AND SCREWED TOGETHER WITH A MINIMUM OF(6)/8x1"SCREWS INSTALLED IN TOP OR 13 GA FLAG ANCLE -` I SUPPORTINGSTRUCTURE INTERMEDIATE SECTION (WITH OR WITHOUT DECORATIVE 1 INSERTS)MEETS UNIFORM STATIC DESIGN PRESSURES 2 ADDED SHORT PANEL SHOWN ON THIS DRAWING. GLAZING SHALL HAVE A 16 CA MIN HORIZ LAZING OPTION(NOTE 1) MAXIMUM HEIGHT OF 13.75'AND A MAXIMUM LENGTH TRACK A GRIT 6/30/06 OF 16.75". GLAZING IS NOT IMPACT RESISTANT AND 9/18x1-5/8' SHEET P3 ADDED IMPACTE TO _ DOES NOT MEET THE REQUIREMENTS FOR WIND-BORNE LAG SCREWS DEBRIS REGIONS.GLAZED SECTION REQUIRES 18 (MIN 3 AS ADDED JB C JAMB BRACKET GAJ-STRUT SCREWED TO LOWER INTEGRAL RIB OF SECTION AND OPERATOR STILE TO BE FACTORY SHOWN) 18 CA OPERATOR STILE FACTORY AT 2'LOCATION. MODIFIED INSTALLED. INSTALLER SHALL FIELD INSTALL(1) 16 CA MIN VERT ADHERED TO CENTER OF TOP SECT O OTE 9 TO STATE THAT 1/4-14x7/B'SELF DRILLING CRIMPTITE SCREW TO TRACK 20 GA END CAP LOUVERS ARE NOT IMPACT ATTACH THE J-STRUT TO THE INTEGRAL RIB AND NT. OPERATOR STILE AT THE CENTERINE OF THE DOOR PER GIRT 6/6/07 DETAIL F ON SHEET 2 5/16x1-5/8'LA SCREW AT EACH B 4 MODIFED JAMB 2. IMPACT RESISTANT GLAZING OPTION - IMPACT JAMB BRACKET EET RACKET SCHEDULE FOR AT OPTION. ADDED LHR RESISTANT CIATE S CTION MAY BE INSTALLED m IN TOP 1/4-20x9/16"TRACK TRACK DETAIL SHEET 2. OR INTERMEDIATE SECTION(MATH SHALL LL BE 1 BOLT AND 1/4-20 HEX / /09 DECORATIVE INSERTS). GLAZING SHALL BE 1/4' RT a t7 MAKROLON-AR POLYCARBONATE OR EQUAL GLARING NUT AT EACH JB JAMB SHALL HAVE A MAXIMUM HEIGHT OF 15.21'AND A BRACKET LOCATION F P5 ADDED IMPACT MAXIMUM LENGTH OF 50.08".GLAZING IS IMPACT RESISTANT GLAZING. RESISTANT AND DOES MEET THE REQUIREMENTS FOR C SHEET ADDED CONCRETE DETAIL HEET 2. ADDED WAND-BORNE DEBRIS REGIONS SEE DETAIL H ON SHEET EET TYP CENSE NUMBER OX TITLE 2 FOR ASSEMBLY DETAILS.GLAZED SECTION REQUIRES REINFORCEMENT BRACKETS ATTACHED TO U-BAR ON TYP BLOCK. CHANCED LOUVER NOTE. ADDED HIGH LIFT UPPER INTEGRAL RIB(SEE DETAIL J SHEET 2). 18 GA AND ROOF PITCH TRACK J-STRUT SCREWED TO LOWER INTEGRAL RIB OF SECTION DIE. AND OPERATOR STILE TO BE FACTORY INSTAI IF CRT 7/22/08 INSTALLER SHALL FIELD INSTALL(1) 1/4-14x7/8'SELF 15 GA STIFFEN DRILLING CRIMPTITE SCREW TO ATTACH THE J-STRUT JAMB BRACKETS I IED 6 UPDATED TITLE BLOCK TO THE INTEGRAL RIB AND OPERATOR STILE AT THE RT B/26/10 CENTERLINE OF THE DOOR PER DETAIL F ON SHEET Z. SEE SCHELDULE FOR QUANITY, LOCATION. 3. VINYL OR WOO)DOOR STOP NAILED A MAXIMUM OF AND TYPE 6'O.C. MUST OVERLAP TOP AND BOTH ENOS OF PANELS MINIMUM 7/16' TO MEET NEGATIVE PRESSURES KEY LOCK OR SLIDE LOCK 4.KEY LOCK OR SLIDE LOCKS REQUIRED. BOTH ENDS(SEE NOTE 4). SUDE LOCK SHOWN FOR I 5. SECTION SHALL BE CONSTRUCTED WITH FOAMED IN CLARITY PLACE POLYURETHANE FOAM INSULATION CHEMICALLY BONDED TO 30 GA MINIMUM FACER STEEL AND A G POLYLAMINATE BACKER.END CAP TO HAVE A MINIMUM NOTE (4)SECTION 1.1' DEPTH. SOLID DOOR SHOWN. T � SEE SHEET 2 FOR 6. THE DESIGN OF THE SUPPORTING STRUCTURAL U-BAR LOCATIONS ON ELEMENTS SHALL BE THE RESPONSIBILITY OF THE DOORS WITH OTHER D PROFESSIONAL OF RECORD FOR THE BUILDING OR SECTION QUANTITIES STRUCTURE AND IN ACCORDANCE WITH CURRENT AND SEE NOTES 1 s+�T BUILDING CODES FOR THE LOADS LISTED ON THIS AND 2 ON THIS DRAWING. SHEET FOR GLAZING 7. DOOR JAMB TO BE MINIMUM 2x6 STRUCTURAL GRADE OPTIONS. LUMBER. REFER TO JAMB CONNECTION SUPPLEMENT `� NOTE: POST SYSTEM IS TO BE INSTALLED ON THE CENTER FOR ATTACHMENT TO SUPPORTING STRUCTURE LINE OF THE DOOR. SEE WINDLOAD POST 8. LOUVER OPTION - .040"MINIMUM LOUVERS IN INSTALLATION INSTRUCTIONS. MOLDED FRAMES SCREWED TOGETHER WITH A MINIMUM OF(6) #8x1'SCREWS INSTALLED IN THE BOTTOM SECTION.LOUVERS ARE NOT IMPACT RESISTANT AND DO NOT MEET THE REQUIREMENTS FOR WIND-BORNE DEBRIS ATOR STILE TOOI BE S.LOUVERED SECTON FACTORYINSTALLED ATR THE IRCENTERES INENE OF THE JAMB BRACKET SCHEDULE SUPERIMPOSED DESIGN PRESSURE Dom' DOOR NO. OF BNO. OF JAMB LOCATION OF CENTERLINE OF JAL413 RACKETS TRACK BRACKETS MEASURED FROM BOTTOM LOADS ON SUPPORTING STRUCTURE HEIGHT SECTIONS(EACH JAMB) TYPE OF TRACK (ALL DIMENSIONS t 2') MAX MAX UNIFORM POINT LOAD AT HEADER AND 7'-0' 4 5 CA (JB). 13' QI, 25-1 2 IJB, 45-1 4 O,63 JB DOOR DOOR LOAD EACH SLAB AT EACH POST 7'-0' 4 5 FAT (JB), 10'(JB), 25-3/4' JB). 42' (JB). 6-3-1/4-(JB WIDTH HEIGHT JAMB PLF LOCATION LBS W-0' 5 6 QI (JB),13'(0I), 23" JB, 34'(JB). 47-1 4'(01). 67' OI) 1B•-0" 7'-0' 1 6/-224. +1617.0/-18028 8'-O' 180.6/-224. +1837.5-2048.5 a.-O. 5 8 FAT (JB), 10'(JB). 21-3 4' J8, 29-3 4'(JB). 48'(JB). 66' JB >8•-O'/HIGH LIFT/ROOF PITCH SEE NOTE BELOW NOTE- (JB)FOLLOWING DIMENSION DENOTES SLOTTED JAMB BRACKET ATTACHED TO TRACK WITH 1/4-20x9/15'TRACK BOLT AND NUT. (01)FOLLOWING DIMENSION DENOTES QUICK INSTALL JAMB BRACKET INSTALLED IN BUTTERFLY SLOT.NO ADDITIONAL HARDWARE NEEDED STATIC PRESSURE RATINGS APPROVED SIZES ISCALE: N.T.S. SIZE: A TO ATTACH TO TRACK. �� ® DESIGN (PSI +39.20/-43.70 MAX WIDTH: 18'-O' DATE NAME ALL DOORS WITH HIGH LIFT AND/OR ROOF PITCH REQUIRE USE OF y TEST (PSF): +58.80/-65.55 MAX HEIGHT: 6•-0" DRAWN 3/3/06 CRT CONTINUOUS WALL ANGLE SEE SUPPLEMENT TRACK CHART FOR Calton IMPACT/CYCLIC RATED (YES/NO): YES MAX SECTION HEIGHT:21' CHECKED 4/6/06 MRB JOHN E.SKATED R. DETAILS. MODELS 5120/9100 SHEET 1 OF 2 N E.SCA7E DR. CARRCLLTON,TX 75007 FL PE 51737 TX PE 5530E/F2203 DIVISION OF OVERHEAD DOOR CORPDRAWING PART NO. REV. PROFESSIONAL ENGINEER'S SEAL PROVIDED ONLY FOR PENSACOLA, FLORIDA1 VE OF 32514 WINDLOAD SPECIFICATION OPTION CODE 0237 VERIFICATION OF WINDLOAD CONSTRUCTION DETAILS. 850 474-9890 319025 P6 13 CA ADJUSTABLE TOP PLACE U-BAR OVER INTEGRAL RIB 13 CA ADJUSTABLE HEADER TOP PLATE REVISIONS FIXTURE ATTACHED TO WITH THE(8)PRE-PUNCHED TOP FIXTURE EXTENSION 1 REVISED PRE-PUNCHED HOLES HOLES EACH END FACING UPWARD HEADER LOCK / TOP LOCK SUPERIMPOSED DESIGN IN BOTTOM OF U-BAR / AND ATTACH THRU END CAP AT BRACKET RESSURE LOADS ON WITH(2)1/4-14z3/8' EACH END WITH(2)1/4-14x7/8' / •� SUPPORTING STRUCTURE CRIMPTITE SCREWS SELF DRIWNG CRIMPTITE SCREWS / RB 5/10/06 FOR STANDARD TRACK AND(3) • 1/4-14x7/8'SELF DRILLING 7 ADDED SNORT PANEL ° CRIMPTITE SCREWS FOR LOW LAZING OPTION(NOTE 1) HEADROOM TRACK (2 OF WHICH °. T 6/30/06 ARE USED TO ATTACHED THE TOP LOW HEADROOM TRACK BRACKET AS SHOWN). / 3 ADDED IMPACT DETAIL A PLACE U-BAR OVER INTEGRAL DETAIL A RESISTANCE TO DOOR. ADDED JB JAMB BRACKET RIB WITH THE ND PRE-PUNCHED T 2"LOCATION. MODIFIED HOLES EACH END FACING UPWARD USED ONLY ON IMPACT 1 AND ATTACH THRU END CAP AT GLAZED SECTION - 11 (4) 5/18x1-5/8" 4) 5/16-12x1" UV 9 70 STATE THAT 13 GA ROLLER SLIDE ATTACHED TO EACH END WITH(2)1/4-14x7/8" CA REINFORCEMENT LAG SCREWS SCREWS SELF DRILLING OSIERS ARE NOT IMPACT PRE-PUNCHED HOLES IN TOP OF U-BAR SELF DRILLING CRIMP11TE SCREWS BRACKET ATTACHED ESISTAN7. WITH (2)1/4-14x5/8- R. CRIMPTITE SCREWS EXCEPTION: U-BAR PLACED WITH(4)1/4-14x7/8" 5/16-18x2-1/2" INNER T 6/6/07 USE VIEWING HOLE IN SLIDE TO ENSURE OVER TOP RIB ON THE BOTTOM SELF(4)1/DRILLING HEX BOLT&NUT PROPER ALIGNMENT OF ROLLERS SECTION SHALL ONLY BE DETAIL E POST (5)SECTION DOORS 4 RACKET D JAMB ATTAINED THRU END CAP AT CRIMPTITE SCREWS(2 $ WITH(6)3 1B G0. RACKET SCHEDULE FOR _ THROUGH BOTH 80 KSI U-BARS AT OPTION. ADDED LHR 15 GA HINGE ATTACHED EACH END WITH(1)1/4-14x7/8 BRACKET AND U-BAR) ' LOCATED OVER TRACK DETAIL SHEET 2. SELF DRILLING CRIMPTITE SCREW ATTACH BOTTOM BRACKET INTEGRAL RIBS AS WITH (4)1/4-14x5/8" LOCATED ON THE BOTTOM FLANGE 7 4/t7/08 CRIMPTITE SCREWS(2 OF TAIL J TO BOTTOM U-BAR WITH (G •o SHOWN OF THE U-BAR 5 ADDED IMPACT WHICH ARE FACTORY � 1/1-14x7/8"SELF DRILLING ATTACHED) REQUINOMRED DUE I CLEARANCES CRIMPTITE SCREWS (4)SECTION DOORS RESISTANT GLAZING. REQUIRED TO INSTALL SCREWS AT (1)1/4-14x7/8"SELF DRILLING CRIMPTITE THE ENDS OF THE U-BARS, ALL SCREW AT CENTER LINE OF DOOR THRU WITH(5)3% 18 GA, ADDED CONCRETE DETAIL 2'NYLON U-BARS SHALL BE INSTALLED ON J-STRUT&OPERATOR BRACKET. 80 KS U-BARS SHEET 2. ADDED TEXAS STORMGARD ROLLER SECTIONS PRIOR TO INSTALLING NOTE, J-STRUT&SCREW ONLY REQUIRED LOCATED OVER CENSE NUMBER TO TITLE ROLLER SLIDES AND TOP FIXTURE ON GLAZED SECTIONS. SE NOTES 1 &2 INTEGRAL RIBS AS LOCK.CHANGED LOUVER WITH 4-1/2'STEM SHEET 1 ON THE U-BARS.SEE �-- SHOWN 01E. ADDED HIGH LIFT DETAIL B ATTACHMENT NOTES ON THIS IMPACT BOTTOM BRACKET NO ROOF PITCH TRACK SHEET. (3)1/4-14x7/8" GRT 7/22/08 18 GA HINGE ATTACHED SELF DRILLING WITH(5)1/4-2Ox5/8" PLACE U-BAR OVER INTEGRAL CRIMPTITE SCREWS (1)1/4-14x7/8' SELF CRIMPTITE SCREWS AND(1) RIB AND ATTACH WITH (2) DRILLING CRIMPTITE 6 UPDATED TITLE BLOCK 1/4-14x7/8'SELF DRILLING 1/4-20x5/8'CRIMPTITE SCREWS SCREW EACH SIDE OF GRT B/26/10 CRIMPTITE SCREW(2 OF THRU PRE-PUNCHED HOLES AT STRAP STRAP BRACKET(ONLY BRACKET WHICH ARE FACTORY EACH INTERMEDIATE HINGE REOUIRED ON IMPACT -\ ATTACHED, 3 OF WHICH ARE LOCATION(1 THRU FLANGE OF GLAZED DOOR) FIELD INSTALLED INTO TOP U-BAR AND BOTTOM HINGE LEAF LEAF, AND 1 OF WHICH IS AND 1 THRU WEB OF U-8AR AND SOCKING 2500 PS MIN FIELD INSTALLED THRU - INTEGRAL RIB OF SECTION) 5/16 CONCRETE ' PRE-PUNCHED HOLE IN EXCEPTION: AT ALL LOCATIONS HITCH PIN U-BAR REQLARINC A STRAP BRACKET, (1) (2) 5/16-12x1' 1/4-140/8- SELF DRILLING SELF D I " DETAIL C CRIMP71TE SCREW WILL BE USED. SCREWS W/5/16 8" X 8'MIN I FLAT WASHERS . TURNDOWN / 12 GA BOTTOM BRACKET DETAIL F SUB AT EDGE 6'MIN FACTORY ATTACHED WITH / •° EDGE (3)1/4-14x5/8' LACE U-BAR OVER INTEGRAL RIB ISTAN CRIMPTITE SCREWS WITH NOTCH.DOWN TO CLEAR /" ALUMINUM BOTTOM BRACKET AND ATTACH POST CONCRETE DETAIL THRU END CAP AT EACH END WITH (1)1/4-14x7/8'SELF U-BAR ATTACHMENT NOTES FOR IMPACT RESISTANCE, DRILLING CRIMPTITE SCREW AS 1/2-13x3-1/2' BOTTOM BRACKET MUST BE SHOWN AND USE(1) HEX BOLT&NU 1 1. ALL U-BARS SHALL BE PLACED OVER INTEGRAL RIBS AND SCREWED TO THE BOTTOM 1/4-140/0'SELF DRILLING ATTACHED THRU PRE-PUNCHED HOLES WATH (2)1/4-144/8" U-BAR WITH CRIMP71TE SCREW ACROSS THE CRIMPTITE SCREWS AT EACH INTERMEDIATE HINGE LOCATION, (2)1/4-140/8'SELF DETAIL D BOTTOM OF THE BOTTOM U-BAR \ / (2)1/4-14x7/8-SELF DRILLING CRIMPTITE SCREWS AT EACH DRILLING CRIMPTITE SCREWS. AT EACH PRE-PUNCHED HOLE AT END CAP (EXCEPT BOTH U-BARS ON BOTTOM SECTION-SEE SEE IMPACT BOTTOM BRACKET EVERY HINGE LOCATION.USE(1) DETAIL B AND D THIS SHEET).(2) 1/4-14x5/8"CRIMPTITE DETAIL THIS SHEET. 1/4-20x5/8'CRIMPTITE SCREW (4) 5/16-12x1' \--/ SCREWS APPROXIMATELY MIDWAY BETWEEN END OF DOOR AND AT ALL OTHER PRE-PUNCHED SELF DRILUNC BOTTOM INTERMEDIATE HINGE LOCATION, AND(1) 1/4-14x5/8" HOLE LOCATIONS SCREWS LOCK CRIMPTITE SCREW APPROXIMATELY 8"FROM EACH END. THERE ABx3/4'MIN STAINLESS DETAIL G PLATE SHALL BE A TOTAL OF(20)SCREWS ATTACHING EACH U—BAR EXCEPT BOTH U—BARS ON BOTTOM SECTION SHALL HAVE A SCREWS WITH STAINLESS . . TOTAL OF(18)SCREWS EACH. BACKED RUBBER WASHERS NON—STRUCTURAL DECORATIVE 3-1/2"O.C. MAX OUTER WINDOW TRIM 2. WITH THE EXCEPTION OF THE (8)PRE—PUNCHED HOLES IN THE TOP OF EACH END USED FOR ATTACHMENT OF THE 1/4'POLYCARBONATE ROLLER SLIDES AND THE(6)PRE—PUNCHED HOLES IN THE 1/8'BEAD GE BOTTOM OF EACH END USED FOR THE ATTACHMENT OF THE 1,18'BEAD I TOP FIXTURE AND UNLESS NOTED OTHERWISE ON THIS UILTRAGLAZE SSG4000AC SPECIFICATION DRAWING, ALL PRE—PUNCHED HOLES IN ALL STRUCTURAL I -- U—BARS SHALL BE ATTACHED TO THE DOOR WITH SEALANT OR I 1/4-144/8" CRIMPTITE SCREWS. EQUIVALENT J. 18 CA U-BARS STALL BE STAMPED'46"APPROXIMATELY I 6'FROM EACH END. FACER STEEL—, 11 STATIC PRESSURE RATINGS APPROVED SIZES SCALE: N.T.S. SIZE: A �� ® DESIGN (PSF): +39.20/-43.70 MAX WIDTH: 18'-0' DATE NAME \ y TEST (PSF): +58.80/-65.55 MAX HEIGHT: 8'-0" DRAWN 3/3/06 CRT JOHN E.SCATES,PE NON-STRUCTURAL Calton IMPACT/CYCLIC RATED (YES/NO): YES MAX SECTION HEIGHT:21" CHECKED 4/6/06 MRB 3121 FNRGATE DR. DECORATIVE INNER / MODELS 5120/9100 SHEET 2 of 2 CARROLLTON,TX 75007 WINDOW TRIM R PE 51737 TX PE 55308/F2203 -� DIVISION OF OVERHEAD DOOR CORPDRAWING PART NO. I REV. ADSPROFESSIONAL ENGINEER'S SEAL PROVIDED ONLY FOR DETAIL H PENSA9COLA.pFLLOORRIDA132514 WINDLOAD SPECIFICATION OPTION CODE 0237 VERIFICATION OF WINOLOAD CONSTRUCTION DETAILS. 319025 P6 850 474-9890 ww(( —DattonP0. Bo 1eHo Co rb685pe O H 44660 W N D „O D POST _ Yne—dalton,com 5 I2 0 MODELS /5140/6100/9100/9400/7 n INSTALLATION INSTRUCTIONS 600 See ara a door owner's manual for warrant �formatton READ THE ENCLOSED (MPORTq�T SOT LOAD P INSTRUCTIONS ME POST. PAY CLOSE CAREFULLY BEFORE INSTALLING ND I MANUAL SHOULD B ATTENTION TO ALL O pyn �tLOAD POST. E ATTACHED TO THE WALL IyARNING N CLOSE pRQ LS AND NOTES MANIS UALTHIS C° 9 2006 Wa XIMITY TO Yne-Dolton Corp. THE WIND Part No. 319040 P1 WIND - LOAD POST INSTALLATION INSTRUCTIONS STEP 1: TOP PLATE ATTACH THE HEADER LOCK BRACKET TO THE HEADER / _ EXTENSION HEADER USING THE (4) 5/16"x1-5/8" LAG TOP LOCK SCREWS PROVIDED AS SHOWN IN FIGURE 1. HEADER LOCK PLATE THE HEADER LOCK BRACKET SHOULD BE IN BRACKET LINE WITH THE INTERMEDIATE HINGES WHERE THE POST IS TO BE INSTALLED AND LOCATED SUCH THAT THE BOTTOM OF THE BRACKET IS I I APPROXIMATELY 2-1/2" ABOVE THE TOP OF THE DOOR. ; NOTE, DRYWALL OR ANY OTHER SACRIFICIAL 2-1/2" / MATERIAL COVERING THE HEADER MUST BE REMOVED PRIOR TO INSTALLING THE HEADER LOCK BRACKET AND REPLACED WITH THE SAME THICKNESS OF WOOD. IF THIS PROCESS (4) 5/160-5/8" 4) 5/16-12x1" IS REQUIRED, THE LENGTH OF THE LAG LAG SCREWS \ SELF DRILLING SCREWS MUST BE INCREASED ACCORDINGLY TO 5/16-18x2-1/2" SCREWS INCLUDE THE THICKNESS OF THE WOOD SO HEX BOLT & NUT INNER POST THAT A MINIMUM OF 1-1/2" OF LAG SCREW FIGURE 1 PENETRATION INTO THE HEADER IS MAINTAINED. MODELS 5120 5140/94V9600 STEP ALIGN THE LARGE DIAMETER HOLE IN THE TOP TOP PLATE PLATE EXTENSION WITH THE THIRD HOLE IN THE TOP LOCK PLATE AS SHOWN IN FIGURE 1 HEADER /" EXTENSION FOR MODELS 5120/5140/9100/9400/9600 OR HEADER LOCK / TOP LOCK THE MIDDLE HOLE AS SHOWN IN FIGURE 2 FOR BRACKET PLATE MODEL 6100 AND BOLT TOGETHER WITH (1) 5/16-18x2-1/2" HEX BOLT AND NUT. ALIGN THE ASSEMBLY OVER THE TOP OF THE INNER POST AND SECURE WITH (4) 5/16-12x1" SELF DRILLING SCREWS THROUGH THE HOLES PROVIDED IN THE TOP LOCK PLATE. SLIDE 2-1/2" I THE OPPOSITE END OF THE INNER POST INTO / ONE END OF THE OUTER POST. STEP 3: (4) 5/16x1-5/8" 4) 5/16-12x1" PLACE THE POST ASSEMBLY FROM STEP 2 LAG SCREWS \ SELF DRILLING INTO POSITION BY LOWERING THE TOP PLATE •• SCREWS EXTENSION INTO THE NOTCH IN THE HEADER 5/16-18x2-1/2" LOCK EXTENSIONCKET SEATSN IN THE TOP PLATE BOTTOM OF THE HEX BOLT & NUT FIGURE 2 INNER POST NOTCH. ALLOW THE OUTER POST TO SLIDE DOWN THE INNER POST UNTIL THE BOTTOM OF MODEL 6100 THE OUTER POST RESTS ON THE FLOOR. (3) 1/4-140/8" PLUMB THE POST ASSEMBLY. SELF DRILLING CRIMPTITE STEP 4: SCREWS ENSURING THE POST ASSEMBLY IS PLUMB, STRAP ALUMINUM TRACE THE OUTLINE OF THE BOTTOM OF THE BRACKET / POST OUTER POST ON THE FLOOR, REMOVE THE POST ASSEMBLY AND SET ASIDE UNTIL STEP 5. LOCATE THE CENTER OF THE TRACED 5/16" HITCH PIN OUTLINE BY CONNECTING THE CORNERS TO LOCKING FORM AN X. AT THE INTERSECTION OF THE (2) 5/16-12x1" I STRAP DRILL A 5/8" DIAMETER HOLE A MINIMUM SELF DRILLING OF 3-1/2" DEEP INTO THE FLOOR. CLEAN SCREWS W/ 5/16" DUST OUT OF HOLE. FLAT WASHERS STEP 5 ASSEMBLE THE BOTTOM LOCK PLATE BY BOTTOM SLIDING (1) 1/2-13x3-1/2" BOLT DOWN 1/2-13x3-1/2" _ LOCK PLATE THROUGH THE TOP THE BRACKET AND HEX BOLT & NUT SECURING WITH THE HEX NUT FROM BELOW. 1/2-13 ATTACH THE BOTTOM LOCK PLATE TO THE HEX NUT BOTTOM OF THE OUTER POST WITH (4) (4) 5/16-12x1" 5/16-12x1" SELF DRILLING SCREWS AS SHOWN SELF DRILLING FIGURE 3 IN FIGURE 3, SCREWS -2- WIND , LOAD POST INSTALLATION INSTRUCTIONS (3) 1/4-14x7/8" ' STEP 6; SELF DRILLING PLACE THE POST ASSEMBLY INTO POSITION CRIMPTITE SCREW BY LOWERING THE TOP PLATE EXTENSION INTO THE NOTCH IN THE HEADER LOCK BRACKET UNTIL THE TOP PLATE EXTENSION STRAP SEATS IN THE BOTTOM OF THE NOTCH. BRACKET ALLOWING THE OUTER POST TO SLIDE DOWN I THE INNER POST, INSERT THE 1/2-13x3-1/2" BOLT AT THE BOTTOM OF 5/16" LOCKING THE OUTER POST INTO THE HOLE IN THE HITCH PIN STRAP FLOOR. ENSURE THE BOLT IS FULLY INSERTED INTO THE FLOOR. THE NUT ON THE UNDERSIDE OF THE BOTTOM LOCK (2) 5/16-12x1" PLATE MUST REST ON THE FLOOR. SELF DRILLING SCREWS W/ 5/16 ,•' STEP 7: FLAT WASHERS - ATTACH THE STRAP BRACKETS TO THE TOP SIDE OF THE U-BARS WITH (3) 1/4-14x7/8" SELF DRILLING CRIMPTITE FIGURE 4 SCREWS EACH (1) THROUGH THE HOLE IN THE STRAP BRACKET AND THE HOLE IN THE U-BAR AND HINGE AND (2) VERTICALLY INTO THE U-BAR AS SHOWN IN FIGURE 4. EXCEPTION: THE STRAP BRACKET LOCATED ON THE VERY TOP U-BAR MUST BE MOUNTED ON THE UNDERSIDE OF THE STRUT. LAY THE LOCKING STRAPS SIDE BY SIDE AND LOCATE THE SHORT STRAP. BEGINNING WITH THE SHORT STRAP AT THE TOP STRAP BRACKET, PLACE THE STRAP OVER THE POST AS SHOWN IN FIGURE 4. ALIGN THE HOLES IN THE ENDS OF THE STRAP WITH THE HOLES IN THE STRAP BRACKET AND INSERT A 5/16" HITCH PIN AS SHOWN. RAISE THE BACK OF THE STRAP UNTIL THE STRAP IS PERPENDICULAR TO THE POST. CONNECT THE STRAP TO THE POST WITH (1) 5/16-12x1" SELF DRILLING SCREW AND FLAT WASHER 1/4" ABOVE THE STRAP ON THE GARAGE SIDE OF THE POST AND (1) 5/16-12x1" SELF DRILLING SCREW AND FLAT WASHER 1/4" BELOW THE STRAP ON THE DOOR SIDE OF THE POST AS SHOWN. DO NOT TIGHTEN THE SCREWS AGAINST THE STRAP. REPEAT FOR THE REMAINING STRAPS. NOTE: THE STRAP IS DESIGNED TO SLIDE FREELY BETWEEN THE SCREWS ALLOWING MOVEMENT OF THE DOOR RELATIVE TO THE POST. DO NOT PLACE THE SCREWS THROUGH THE STRAP OR TIGHTEN THE SCREWS TOO TIGHT RESTRICTING MOVEMENT. AFTER ALL OF THE STRAPS HAVE BEEN INSTALLED, CHECK THE POST TO MAKE SURE IT IS SECURE BY LIFTING UP ON THE POST. IF THE POST RAISES OUT OF THE HEADER LOCK BRACKET, CHECK THE LOCATION OF THE SCREWS ABOVE AND BELOW THE STRAPS. THE GARAGE SIDE SCREWS MUST BE LOCATED ABOVE THE STRAP AS SHOWN IN THE FIGURE 5. i STORAGE INSTRUCTIONS AND DECALCOMPLETED INSTALLATION INSTALLATION CONTINUED ON PAGE 4 ON (4) SECTION DOOR _3_ FIGURE 5 WIND s LOAD POST INSTALLATION INSTRUCTIONS SECURING POSTS FOR STORAGE STEP 1: LOCATE A CONVENIENT LOCATION AS CLOSE TO THE DOOR AS POSSIBLE AND MOUNT A HEADER LOCK BRACKET TO THE WALL SUCH THAT THE DISTANCE BETWEEN THE BOTTOM OF THE HEADER LOCK BRACKET AND THE FLOOR IS 4" GREATER THAN THE DISTANCE BETWEEN THE FLOOR AND THE BOTTOM OF THE HEADER LOCK BRACKET MOUNTED OVER THE DOOR. THE HEADER LOCK BRACKET FOR STORAGE SHALL BE MOUNTED WITH A MINIMUM OF (2) 5/16"xt-5/8" LAG SCREWS (ONE EACH SIDE) INTO SOLID WOOD. MASONRY ANCHORS MAY BE SUBSTITUTED FOR MOUNTING DIRECTLY TO MASONRY OR CONCRETE. PROVIDE WOOD BLOCKING ADEQUATELY SECURED TO STRUCTURE AS REQUIRED FOR OTHER SUBSTRATES. STEP 2: ---- MOUNT A STRAP BRACKET TO THE WALL IN LINE WITH THE HEADER LOCK BRACKET SUCH THAT THE DISTANCE BETWEEN THE CENTERLINE ° OF THE HOLE IN THE STRAP BRACKET AND THE FLOOR IS 4" GREATER THAN THE DISTANCE BETWEEN THE CENTERLINE OF THE HOLE IN THE STRAP BRACKET ON THE DOOR AND THE FLOOR WHEN THE DOOR IS FULLY CLOSED. THE STRAP BRACKET FOR STORAGE SHALL BE MOUNTED WITH (2) 5/16"x1-5/8" LAG SCREWS INTO SOLID WOOD. MASONRY ANCHORS MAY BE SUBSTITUTED FOR i MOUNTING DIRECTLY TO MASONRY OR CONCRETE. PROVIDE WOOD BLOCKING ADEQUATELY SECURED TO STRUCTURE AS REQUIRED FOR OTHER SUBSTRATES. STEP 3: PLACE THE POST INTO THE STORAGE POSITION BY LOWERING THE TOP PLATE EXTENSION INTO THE NOTCH IN THE HEADER LOCK BRACKET UNTIL THE TOP PLATE EXTENSION SEATS IN THE BOTTOM OF THE NOTCH. SECURE THE BOTTOM LOCKING STRAP TO THE i STRAP BRACKET USING THE 5/16" HITCH PIN. PLACE ALL REMAINING HITCH PINS INTO THE REMAINING LOCKING STRAPS FOR STORAGE. INSERT THE PLASTIC PLUG INTO THE HOLE IN THE FLOOR. A TTACHING THE INS TALZA TION DECALS 33C' AFTER INSTALLATION IS COMPLETE, LOCATE AN OBVIOUSLY VISIBLE LOCATION ON THE INSIDE OF THE GARAGE DOOR AND THE POST AND . PLACE THE PROVIDED INSTALLATION LABELS AND TAG ONTO THE j DOOR AND POST FOR FUTURE REFERENCE - REFER TO FIGURE 6. IMPORTANT LABELS AND TAG MUST BE ATTACHED TO BOTH DOOR AND POST. 1. APPLIED BY INSTALLER - ONE (1) WIND LOAD PSF LABEL PER DOOR. 2. APPLIED BY INSTALLER - ONE (1) WIND LOAD POST INSTALLATION INSTRUCTIONS LABEL TO BE APPLIED TO INSIDE OF DOOR, NEAR END OF SECOND SECTION. 3. APPLIED BY INSTALLER - ONE (1) EMERGENCY HIGH WIND SITUATIONS TAG TO BE APPLIED TO POST(S) WHEN STORED ON WALL FOR CONSTANT REMINDER TO CONSUMER. FIGURE 6 -4- REVISIONS P2 2 INCH O 13 GA MIN TRACK TRACK—CLIPS—TEXAS - WALL ANGLE 12 FOOT CONTINUOUS ° UP WALL ANGLE ,� BPJ 6/1111/03 \ P3 UPDATED FORMAT. PLICE PLATE LOCATION j ® ` INCREASED ALLOWABLE r EE SCHEDULE — — ! PRESSURES .0 +4ESSURES TO PSF FOR 0 ALL DOOR WIDTHS. 11 GA MIN '�` CHANGED TEXAS WALL (3) 1/4"-20 TRACK ANGLE TO CONTINUOUS 14 CLIP SEE OR CARRIAGE BOLT WALL ANGLE. ADDED SCHEDULE SUBSTRATE MOUNTING MAX WITH 1/4"-20 NUT DETAIL,CHANGED TO �r THEN HD ANCHORS —•• CRT 4/2/07 TYPICAL CLIP P4 CHANGED FORMAT. BOLTING DETAIL AANND8024 NTH OVERLAY 13 GA MIN To TRACK CLIP ` SCHEDULE. CONTINA '- � TRACK car e/21/07 WALL P5 UPDATED MODELS ° LISTED IN CHARTS. MAX (2) 1/ ' UPDATED SPLICE &CLIP 7/16 DtP 9/06/07 TUBUL _ P6 UPDATE MOUNTING RIVITS DETAIL DRAWINGS. 12" SEE CLIP DETAIL car 1o/os/o7 MAX �• 11 GA (1) 1/4"-20 TRACKP7 UPDATED CHARTS TO OR CARRIAGE BOLT ELIMINATE THE USE OF CLIP S / THE M8 CUP(REPLACED SCHED / WITH 1/4"-20 NUT WITH /9 ACROSS THE i BOARD). —• DLP 10/24/07 12' �' i TYPICAL CLIP P8 UPDATED STV_L MAX RIVETING DETAIL MOUNTING DETAIL MRB 04/11/08 P9 EXPANDED 1-1/2- TO 1-3/8"DOOR THCKNESS 12 LIP LOCATIONS RSW 0.28" \ 11 GA MIN CLIP CHART UP TO I-' HIGH. MAX SEE SCHEDULE 2 �\ SEE SCHEDULE GIRT 12/11/09 ° PIG UPDATED TITLE o GIRT 6/2/10 12" 1 (1) 1/4"-20 TRACK MAX TRACK 13 GA MIN \ i OR CARRIAGE BOLT T J CONTINUOUS �! WITH 1/4"-20 NUT WALL ANGLE TRACK CLIPS TO BE EITHER TYPICAL CLIP RIVETED, BOLTED, OR WELDING DETAIL WELDED. SEE DETAILS THIS PAGE. DESIGN PRESSURE CHART DOAX OR MAX PSF WIDTH 9'-0" +46.0 PSF —52.0 PSF 16'-0" +46.0 PSF/-52.0 PSF Wagne 18'-0 +46.0 PSF/-52.0 PSF DATE NAME " DRAWN 8/27/07 GIRT E.SEA TES.PE Dalton CHECKED 8/21/07 MRB 3121 FNRCA TE OR. SHEET 1 OF 2 CARROLLTON,TX 75007 FL PE 51737 TX PE 56300/F2203 3395 ADDISON DRIVE DRAWING PART NO. I REV. TRACK SUPPLEMENT CHART PROFESSIONAL ENGINEER'S SEAL PROVIDED ONLY FOR PENSACO(BSO) , F4-98 LORI 32514 A A 307494 P10 VERIFICATION OF N1NDlpAD CONSTRUCTION DETAILS. 2 3/4" ±1 CLIP AND SPLICE PLATE SCHEDULE REVISIONS 2 2 INCH EDGE DIST MODELS 8024 8124 WITH DECATRIM OVERLAY (2-1/2" THICK TRACK-CLIPS-TEXAS WALL ANGLE 12 FOOT DOOR CLIP S FROM BOTTOM TO TOP SPLICE UPDATED 1 8 2-24 HEIGHT # PLATE # BPJ 6/11/03 E60XX MIN. 1/8 2-24 7'-0" 7, 9, 9, 9, 9, 11 16 P3 UPDATED FORMAT. INCREASED ALLOWABLE 8'-0" 7, 9, 9, 9, 9, 11, 11 16 PRESSURES TO +46.00/-52.00 PST FOR MIN 3/16" THICK 9'-0" 7, 9, 9, 9, 9, 11, 11, 11 18 ALL DOOR WIDTHS. CHANCED TEXAS WALL STEEL FOR MOUNTING 10--0" 7, 9, 9, 9, 9, 11, 11, 11, 13 18 ANGLE" TO"CONTINUOUS 5/16" x 1-5/8" WALL ANGLE 11'-0" 7, 9, 9, 9, 9, 11, 11, 11, 13, 13 20 SUBSTRATEEMOUNTIING LAG SCREW OR DETAIL, CHANGED TO 12'-0" 7, 9, 9, 9, 9, 11, 11, 11, 13, 13, 13 2O T17EN HD ANCHORS EQUIVALENT INTO CRT 4/2/07 MIN 2 x 6 N 1 13'-0" 7, 9, 9, 9. 9. 11, 11, 11, 13, 13, 13, 13 22 SPF (G=0.42) NCED FORMAT. OR _t;j TRACK CLIP _ _ 11, 13, 13, 13, 13 22 ADDED AMODELS 9800 14'-0 7, 9, 9, 9, 9, 11, 11, AND 8024 WITH OVERLAY BETTER AT EACH TO TRACK CLIP 1/4-20x9/16" SCHEDULE. HOLE OR PAIR OF TRACK BOLT AND MODELS 5200 8000 8024 8100 8124 8500 2" THICK GRT 8/21/07 HOLE LOCATIONS DOOR SPLICE /4-20 HEX NUT HEIGHT CLIP #'S FROM BOTTOM TO TOP PLATE # LISTED N CHAR S. UPDATED SPLICE do CLIP MOUNTING TO WOOD JAMB DETAIL MOUNTING TO STEEL DETAIL 7'-0" 5, 6, 6, 7, 7, 9 12 SCHEDULES. 8'-0" 5, 6, 6, 7, 7, 9, 9 12 "9/06/07 2 3 4n P6 UPDATE MOUNTING / OPTIONAL: WALL ANGLE MAY BE 9'-0" 5, 6, 6, 7, 7, 9, 9, 9 14 DETAIL DRAWINGS. MIN EDGE DIST ATTACHED TO SUPPORTING STEEL 10'-0" 5, 6, 6, 7, 7, 9, 9, 9, 11 14 CRT 10/05/07 n. WITH MIN. (1) 1/4-20x7/8" SELF 11'-0" 5, 6, 6, 7, 7, 9, 9, 9, 11, 11 16 ELIMINATE EH USE OF DRILLING SCREW WITH 1" O.D. THE N8 CLIP (REPLACED 12'-0" 5, 6, 6, 7, 7, 9, 9, 9, 11, 11, 11 16 KITH p9 ACROSS THE WASHER AT EACH HOLE OR PAIR OF 13'-0" 5, 6, 6, 7, 7, 9, 9, 9, 11, 11, 11, 13 18 BOARD). /07 HOLE LOCATIONS IN LIEU OF WELDING d 14'-0" 1 5, 6, 6, 7, 7, 9, 9, 9, 11. 11, 11. 13, 13 18 P8 UPDATED STF.EL MOUNTING DETAIL MR8 04/11/08 MODELS 6100 8300 8700 (1-3/8 TO 1-5 8' THICK P9 EXPANDED 1-1/2" TO ,a ° DOOR CLIP #'S FROM BOTTOM TO TOP SPLICE CHARTT UP 3/8-DOOR 0 S:.HIGH.THICKNESS HEIGHT PLAE # CRT 12/11/06 7'-0" 4, 4, 4, 4, 5, 6 8 P10 ADDED MODEL 8700. 3/8" SIMPSON TITEN HD, 8'-0" 4, 4, 4, 4, 5, 6, 6 8 UUPPDA6TED TITLE BLOCK 2-3/4" MIN EMBED INTO 9'-0" 4, 4, 4, 4, 5, 6, 6, 7 8 - CRT MIN 2000 PSI CONCRETE 10'-0" 4, 4, 4, 4, 5, 6, 6, 7, 7 8 AT EACH HOLE OR PAIR 11'-0" 4, 4, 4, 4, 5, 6, 6, 7, 7, 9 10 OF HOLE LOCATIONS 12'-0" 4, 4, 4, 4, 5, 6, 6, 7, 7, 9, 9 10 WALL ANGLE 1/4-2Ox9/16" 13'-0" 4, 4, 4, 4, 5, 6, 6, 7, 7, 9, 9, 9 12 TRACK BOLT AND 14'-0" 4, 4, 4, 4, 5, 6, 6, 7, 7, 9, 9, 9, 9 12 CONCRETE MOUNTING DETAIL 1/4-20 HEX NUT TRACK CLIP DOOR MODELS 9100 9400 9600 9700 9800 1" THICK HEIGHT CLIP #'S FROM BOTTOM TO TOP PLATE # 7'-0" 4, 4, 4, 4, 4, 4 6 8'-0" 4, 4, 4, 4, 4, 4, 4 6 9'-0" 4, 4, 4, 4, 4, 4, 4, 4 6 10'-0" 1 4, 4, 4, 4, 4, 4, 4, 4,. 4 6 Wagneo DATE NAME DRAWN 8/2t/07 GIRT JCHN E.SCATES,PE Balton CHECKED 8/21/07 MR8 3121 FNN.TX 50 SHEET 2 OF 2 cARrlaLroN,1x 75007 FL PE 51737 Tx PE 56306/1`2203 3395 ADDISON DRIVE DRAWING PART NO. REV. PROFESSIONAL N. FNNDOSEAL FRONDED ONLY LS TRACK SUPPLEMENT CHART PENSA 50) FLORIDA 32514 VERIFISIONA ENGINEER'S MNp.oSD co"smu DEED DETAILS 307494 � Pio (850) 474-9890 1 I 1 � A Division of Overhead Door Corporation Jamb Connection Supplement This document provides a series of connection schedules and basic detailing concepts for the connection of garage door jambs to building frames with the use of various fasteners. DASMA Technical Data Sheet TDS-161 may be used as an alternate to this document. P/N 324620 Rev. P16 SCHEDULEI 5/16"DIAMETER LAG SCREWS MAXIMUM SPACING OF LAG SCREWS PER JAMB IN MAIN SUPPORT MEMBER SPECIES SYP DOUGLA 3 FIR SPF LOAD PER SPECIFIC SPECIFIC SPECIFIC JAMB (LB/ NOTE 7 GRAVITY-0.55 GRAVITY-0.46 GRAVITY-0.42 100 24 24 24 120 24 24 24 140 24 24 24 160 24 24 24 180 24 24 24 200 24 24 24 220 24 24 22 240 24 24 20 260 24 22 19 280 24 20 17 300 24 19 16 320 22 18 15 340 21 16 14 360 20 16 13 380 19 15 13 400 18 14 12 420 17 13 11 440 16 13 11 460 15 12 10 480 15 12 10 500 14 11 10 520 14 11 9 540 13 10 9 560 13 10 8 580 12 9 8 620 11 9 e % No.5 1T3T 640 11 9 7 660 11 8 7 680 10 8 7 �*p STATE OF W z 700 10 8 74i 760 9 7 s ; 780 9 IIII 800 1 9 7 6 1.BASED ON 5/16"DIAMETER LAG SCREWS WITH 1-1/2"O.D.WASHERS WITH A 1-9/32" THREAD PENETRATION INTO SEASONED DRY WOOD SUPPORTING STRUCTURE. 2.PROVIDE QUANTITY OF LAG SCREWS AS REQUIRED TO MAINTAIN MAXIMUM SPACING AS SHOWN IN TABLE WITH A MINIMUM OF THREE(3)LAG SCREWS PER JAMB. LAG SCREWS AT TOP AND BOTTOM OF JAMB SHALL BE PLACED A MAXIMUM OF 6"FROM THE END OF THE JAMB. 3.LOAD PER JAMB CALCULATED BY TAKING DESIGN LOAD(PSF)TIMES DOOR WIDTH(FT)DIVIDED BY 2. EXAMPLE: DESIGN LOAD=34psf DOOR WIDTH=16ft LOAD PER JAMB=30psf x 16ft/2=2401b/ft 4.CHART IS BASED ON 6'-6"MINIMUM AND 24'-0"MAXIMUM DOOR HEIGHT. 5.DOOR JAMB TO BE 2x4 OR LARGER NO.2 GRADE SPF(SPECIFIC GRAVITY>=0.42) LUMBER OR BETTER MOUNTED TO SUPPORT STRUCTURE. IF MOUNTING OVER DRYWALL,INCREASE FASTENER LENGTH TO ACHIEVE MINIMUM REQUIRED PENETRATION. 6.DESIGN OF THE SUPPORT STRUCTURE SHALL BE THE SOLE RESPONSIBILITY OF THE BUILDING DESIGNER AND SHALL BE DESIGNED FOR THE JAMB LOAD LISTED IN ABOVE TABLE AS CALCULATED PER NOTE 3. 7.MINIMUM EDGE DISTANCE SHALL BE 1/2',MINIMUM FASTENER SPACING SHALL BE 1-1/2% AND ALL HOLES SHALL BE PRE-DRILLED TO PREVENT SPLITTING. 8.LAG SCREWS SHALL CONFORM TO ANSI/ASME STANDARD B18.2.1. Digitally signed by John E. Scates, P.E, Date:2015.02.20 09:56:33 -06'00' Approved John E.Scates,P.E. 3121 Fairgate Dr. Carrollton,TX 75007 FL PE 51737 TX PE 56308/F2203 Revision P16 SCHEDULE2 16d COMMON WIRE NAILS AND 16d THRFEADED&iARDENED-STEEL NAILS MAXIMUM NAIL SPACING PER JAMB IN MAIN SUPPORT MEMBER SPECIES SYP DOUGLAS FIR SPF LOAD PER SPECIFIC SPECIFIC SPECIFIC JAMB LB/FT"oTrz a GRAVITY-0.55 GRAVITY-0.46 GRAVITY-0.42 100 24 24 19 120 24 20 16 140 21 17 14 160 18 15 12 180 16 13 10 200 15 12 9 220 13 11 8 240 12 10 8 260 11 9 7 280 10 8 7 300 10 8 6 320 9 7 6 340 8 7 n/a 360 8 6 n/a 380 7 6 n/a 400 7 6 n/a 420 7 n/a n/a 440 6 n/a n/a 460 6 n/a n/a 480 6 n/a n/a 500 6 n/a n/a 520 n/a n/a n/a 540 n/a n/a n/a 560 n/a n/a n/a (f � 600 n/a n/a n/a � �?�� s + PF �\ O �CaNdF .�4 620 n/a n/a n/a �: `• j 640 n/a n/a n/a :I No.0737 660 n/a n/a n/a 680 n/a n/a n/a 700 n/a n/a n/a STATE OF #�41- 720 n/a n/a n/a j�0••• 740 n/a n/a n/a •• OP,.O� `� 760 n/a n/a n/a �/�ss�NAB00 780 n/a n/a n/a I I I 110 800 n/a n/a n/a 1.BASED ON 16d COMMON WIRE NAILS(0.162"x3-1/2")OR 16d THREADED HARDENED-STEEL NAILS(0.148"x3-1/2") WITH A MINIMUM PENETRATION OF 2"INTO SIDE GRAIN OF MAIN MEMBER. 2.NAILS SHALL BE PROVIDED IN PAIRS AT A MAXIMUM SPACING AS SHOWN IN TABLE WITH A MINIMUM OF THREE(3)PAIRS OF NAILS PER JAMB. NAILS AT TOP AND BOTTOM OF JAMB SHALL BE PLACED A MAXIMUM OF 6"FROM THE END OF THE JAMB. 3.LOAD PER JAMB CALCULATED BY TAKING DESIGN LOAD(PSF)TIMES DOOR WIDTH(FT)DIVIDED BY 2. EXAMPLE: DESIGN LOAD=30psf DOOR WIDTH=16ft LOAD PER JAMB-30psf x 161U2=240lb/ft 4.CHART IS BASED ON 6'-6"MINIMUM AND 24'-0"MAXIMUM DOOR HEIGHT, 5.DOOR JAMB TO BE 20 OR LARGER NO.2 GRADE SPF(SPECIFIC GRAVITY>=0.42) LUMBER OR BETTER MOUNTED TO SUPPORT STRUCTURE. IF MOUNTING OVER DRYWALL,INCREASE FASTENER LENGTH TO ACHIEVE MINIMUM REQUIRED PENETRATION. 6.DESIGN OF THE SUPPORT STRUCTURE SHALL BE THE SOLE RESPONSIBILITY OF THE BUILDING DESIGNER AND SHALL BE DESIGNED FOR THE JAMB LOAD LISTED IN ABOVE TABLE AS CALCULATED PER NOTE 3. 7.EDGE DISTANCES,END DISTANCES AND SPACINGS SHALL BE SUFFICIENT TO PREVENT SPLITTING OF THE WOOD. Digitally signed by John E.Scates,P.E. Approved Date:2015.02.20 09:56:58-06'00' John E.Scates,P.E. 3121 Fairgate Dr. Carrollton,TX 75007 FL PE 51737 TX PE 56308/F2203 Revision P16 SCHEDULE3 3/8"0 A307 HEADED OR HOOKED ANCHOR BOLTS IN NORMAL WEIGHT CONCRETE MAXIMUM SPACING OF ANCHOR BOLTS PER JAMB(IN) LOAD PER 2000 PSI 2500 PSI 3000 PSI JAMB LB/ NOTES CONCRETE CONCRETE CONCRETE 100 24 24 24 120 24 24 24 140 24 24 24 160 24 24 24 180 24 24 24 200 24 24 24 220 24 24 24 240 24 24 24 260 24 24 24 280 24 24 24 300 24 24 24 320 24 24 24 340 24 24 24 360 23 24 24 380 22 24 24 400 20 24 24 420 19 24 24 440 19 23 24 460 18 22 24 480 17 21 24 500 16 20 24 520 16 20 24 540 15 19 23 560 14 16 22580 14 18 21 600 13 17 20 \\� �?G�s8 A,.�ts EN F 0 620 13 16 20 *j� 640 13 16 19 No.0737 t 660 12 15 1 19 i 680 12 15 1 18 700 11 14 17 •o�� STATE OF 1 4-Z• tiN •. 720 11 14 17 16 %�/ S RI0R,p4:• 740 11 14 -•�t1 ��\ 7 10 13 1660 // S�ONA` 800 1 10 13 15 j 1.BASED ON 3/8"0 A307 HEADED OR HOOKED(1.69"MIN.HOOK LENGTH)ANCHOR BOLTS WITH A 2"O.D.WASHER WITH A MINIMUM EMBEDMENT DEPTH OF 3"AND A MINIMUM EDGE DISTANCE OF 3". 2.PROVIDE QUANTITY OF ANCHOR BOLTS AS REQUIRED TO MAINTAIN MAXIMUM SPACING AS SHOWN IN TABLE WITH A MINIMUM OF THREE(3)ANCHOR BOLTS PER JAMB. ANCHOR BOLTS AT TOP AND BOTTOM OF JAMB SHALL BE PLACED A MAXIMUM OF 6"FROM THE END OF THE JAMB. 3.LOAD PER JAMB CALCULATED BY TAKING DESIGN LOAD(PSF)TIMES DOOR WIDTH(FT)DIVIDED BY 2. EXAMPLE: DESIGN LOAD=30psf DOOR WIDTH=16ft LOAD PER JAMB=30psf x 16ft/2=240lb/ft 4.CHART IS BASED ON 6'-6"MINIMUM AND 24'-0"MAXIMUM DOOR HEIGHT. 5.DOOR JAMB TO BE 2x6 OR LARGER NO.2 GRADE SPF(SPECIFIC GRAVITY>=0.42) LUMBER OR BETTER MOUNTED TO SUPPORT STRUCTURE. IF MOUNTING OVER DRYWALL,INCREASE FASTENER LENGTH TO ACHIEVE MINIMUM REQUIRED PENETRATION. 6.DESIGN OF THE SUPPORT STRUCTURE SHALL BE THE SOLE RESPONSIBILITY OF THE BUILDING DESIGNER AND SHALL BE DESIGNED FOR THE JAMB LOAD LISTED 1N ABOVE TABLE AS CALCULATED PER NOTE 3. Digitally signed by John E.Scates,P.E. Approved Date:2015.02.20 09:57:27-06'00' John E.Scates,P.E. 3121 Fairgate Dr. Carrollton,TX 75007 FL PE 51737 TX PE 56308/F2203 Revision P16 SCHEDULE 4 ' 3/8"0 SIMPSON TITEN HD SCREW ANCHORS MAXIMUM SPACING OF ANCHORS PER JAMB(IN) LOAD PER 2500 PSI 4000 PSI 2000 PSI GROUT JAMB LBl NOTE4 CONCRETE NOTEI CONCRETENOTE' FILLED CMUNore2 100 24 24 24 120 24 24 24 140 24 24 24 160 24 24 24 180 24 24 24 200 24 24 24 220 24 24 24 240 24 24 24 260 24 24 16 280 24 24 16 300 24 24 16 320 24 24 16 340 24 24 16 360 24 24 16 380 24 24 8 400 24 24 8 420 24 24 8 440 24 24 8 460 24 24 8 480 24 24 8 500 24 24 8 520 24 24 8 540 24 24 8 560 23 24 8 \NOW I 22 24 8 580 \\\\�� F.• sCgr� //�/ 600 21 23 8 \\ O,.'�GENSF• 620 21 22 8 640 20 22 8 Z. % No.51737 660 19 21 8 ; 680 19 20 8 - 700 18 20 8 STATE OF 720 18 19 8 740 17 19 N/A /O� •:C�ORO'll' 60 17 18 N/A0 16 18 N/A /� sj�NA;�0 7 800 16 17 N/A E] 1. BASED ON 3/8"0 SIMPSON TITEN HD SCREW ANCHOR WITH A 1-3/4"O.D.WASHER INTO NORMAL WEIGHT UNCRACKED CONCRETE WITH A MINIMUM EMBEDMENT DEPTH OF 2-3/4"AND A MINIMUM EDGE DISTANCE OF 2-3/4". 2. BASED ON 3/8"0 SIMPSON TITEN HD SCREW ANCHOR WITH A 1-3/4"O.D.WASHER INTO GROUT FILLED CMU WITH A MINIMUM EMBEDMENT DEPTH OF 2-3/4",A MINIMUM EDGE DISTANCE OF 4",AND A MINIMUM END DISTANCE OF 4". CONCRETE MASONRY UNITS SHALL CONFORM TO ASTM C90 AND GROUT SHALL CONFORM TO ASTM C476. 3. PROVIDE QUANTITY OF SCREW ANCHORS AS REQUIRED TO MAINTAIN MAXIMUM SPACING AS SHOWN IN TABLE WITH A MINIMUM OF THREE(3)SCREW ANCHORS PER JAMB. SCREW ANCHORS AT TOP AND BOTTOM OF JAMB SHALL BE PLACED A MAXIMUM OF 6"FROM THE END OF THE JAMB. 4. LOAD PER JAMB CALCULATED BY TAKING DESIGN LOAD(PSF)TIMES DOOR WIDTH(FT)DIVIDED BY 2. EXAMPLE: DESIGN LOAD-30psf DOOR WIDTH=16ft LOAD PER JAMB=30psf x 16ft/2=240lb/ft 5. CHART IS BASED ON 6'-6"MINIMUM AND 24'-0"MAXIMUM DOOR HEIGHT. 6.DOOR JAMB TO BE 2x6 OR LARGER NO.2 GRADE SPF(SPECIFIC GRAVITY>=0.42) LUMBER OR BETTER MOUNTED TO SUPPORT STRUCTURE. IF MOUNTING OVER DRYWALL,INCREASE FASTENER LENGTH TO ACHIEVE MINIMUM REQUIRED PENETRATION. 7. DESIGN OF THE SUPPORT STRUCTURE SHALL BE THE SOLE RESPONSIBILITY OF THE BUILDING DESIGNER AND SHALL BE DESIGNED FOR THE JAMB LOAD LISTED IN ABOVE TABLE AS CALCULATED PER NOTE 4. 8.SCREW ANCHORS SHALL BE INSTALLED PER MANUFACTURER'S WRITTEN INSTRUCTIONS. Digitally signed by John E.Scates,P.E. Approved Date:2015.02.20 09:58:01 -06'00' John E.Scates,P.E. 3121 Fairgate Dr. Carrollton,TX 75007 FL PE 51737 TX PE 56308/1`2203 Revision P16 SCHEDULE 5 , 3/8"0 HILTI KWIK BOLT 3 EXPANSION ANCHOR MAXIMUM SPACING OF ANCHORS PER JAMB(IN) LOAD PER 2500 PSI 4000 PSI 2000 PSI GROUT JAMB LB/ NOTE CONCRETE NOTE' CONCRETENOTE FILLEDCMUNOTE2 100 24 24 24 120 24 24 24 140 24 24 24 160 24 24 24 180 24 24 24 200 24 24 24 220 24 24 24 240 24 24 24 260 24 24 24 280 24 24 24 300 24 24 24 320 24 24 16 340 24 24 16 360 24 24 16 380 24 24 16 400 24 24 16 420 24 24 16 440 24 24 16 460 24 24 16 480 24 24 8 500 24 24 8 520 24 24 8 540 24 24 8 560 24 24 8 s� 580 24 24 8 �� 0,X—oENSer-N /ice 600 23 23 8 620 22 22 8 No.51737 640 22 22 a 660 21 21 8 ♦[ * c 680 20 20 8 �O STATE OF ;. 1 700 20 20 8 i ;„`s�� 720 19 19 a ��j��`�••�IOR�QP'(JjK �� 7740 19 19 8 60 18 18 a s/ONA- 780 18 1 18 1 8 II 800 17 1 7 1 8 1. BASED ON 3/8"0 HILTI KWIK BOLT 3 EXPANSION ANCHOR WITH A 1-3/4"O.D.WASHER INTO NORMAL WEIGHT UNCRACKED CONCRETE WITH A MINIMUM EMBEDMENT DEPTH OF 2-1/2"AND A MINIMUM EDGE DISTANCE OF 3". 2. BASED ON 3/8"0 HILTI KWIK BOLT 3 EXPANSION ANCHOR WITH A 1-3/4"O.D.WASHER INTO GROUT FILLED CMU WITH A MINIMUM EMBEDMENT DEPTH OF 2-1/2"AND A MINIMUM EDGE DISTANCE OF 4". ONLY ONE ANCHOR PER MASONRY UNIT CONCRETE MASONRY UNITS SHALL CONFORM TO ASTM C90 AND GROUT SHALL CONFORM TO ASTM C476. 3. PROVIDE QUANTITY OF ANCHORS AS REQUIRED TO MAINTAIN MAXIMUM SPACING AS SHOWN IN TABLE WITH A MINIMUM OF THREE(3)ANCHORS PER JAMB. ANCHORS AT TOP AND BOTTOM OF JAMB SHALL BE PLACED A MAXIMUM OF 6"FROM THE END OF THE JAMB. 4. LOAD PER JAMB CALCULATED BY TAKING DESIGN LOAD(PSF)TIMES DOOR WIDTH(FT)DIVIDED BY 2. EXAMPLE: DESIGN LOAD=30psf DOOR WIDTH=16ft LOAD PER JAMB-30psf x 16tt/2=240lb/ft 5. CHART IS BASED ON 6'-6"MINIMUM AND 24'-0"MAXIMUM DOOR HEIGHT. 6.DOOR JAMB TO BE 2x6 08 LARGER NO.2 GRADE SPF(SPECIFIC GRAVITY>=0.42) LUMBER OR BETTER MOUNTED TO SUPPORT STRUCTURE. IF MOUNTING OVER DRYWALL,INCREASE FASTENER LENGTH TO ACHIEVE MINIMUM REQUIRED PENETRATION. 7. DESIGN OF THE SUPPORT STRUCTURE SHALL BE THE SOLE RESPONSIBILITY OF THE BUILDING DESIGNER AND SHALL BE DESIGNED FOR THE JAMB LOAD LISTED IN ABOVE TABLE AS CALCULATED PER NOTE 4. 8.SCREW ANCHORS SHALL BE INSTALLED PER MANUFACTURER'S WRITTEN INSTRUCTIONS. Digitally signed by John E.Scates,P.E. Approved Date:2015.02.20 09:58:27-06'00' John E.Scates,P.E. 3121 Fairgate Dr. Carrollton,TX 75007 FL PE 51737 TX PE 56308/F2203 Revision P16 REVISIONS n Wa e® 9 Dalton 3395 ADDISON DRIVE PENSACOLA, FLORIDA 32514 (850) 474-9890 SEE DETAILS 1, 2, AND 3 - REOUIRED FOR VERTICAL 1 POST REINFORCING SYSTEMS. 6"MAX. FASTENERS PER SCHEDULES 1 THRU 4 MINIMUM 2x4 STRUCTURAL GRADE LUMBER FOR DOOR HEIGHT MAXIMUM ATTACHMENT TO SPACING WOOD SUBSTRATE OR MINIMUM 2,6 FOR ATTACHEMENT TO CONCRETE AND GROUT FILLED CMU, TYP. ... 6" MAX. • ,`. I DOOR WIDTH No.51737 r � - •o STATE OF �'W p • �� ij0•c�'•,FCOR%1D N1% //�1 I&SIONA4�?� MINIMUM 2x6 /3 fL HEADER LOCK MINIMUM 2x6 #3 IF HEADER LOCK MINIMUM 2x6 /3 C9(4)3/8- ER LOCK SOUTHERN PINE BRACKET SOUTHERN PINE BRACKET SOUTHERN PINE T LUMBER. LUMBER. LUMBER. 42-3/4 4"(2) 3/8" SIMPSON TITEN HO SCREW (4)3/8" SIMPSON TITEN HD SCREW DIA. LAG SCREWS ANCHOR WITH A 1 1/4" WASHER AND ANCHOR WITH A 1-1/4"WASHER AND WITH 1-1/4'O.D. WASHERS. A MINIMUM EMBEDMENT DEPTH OF A MINIMUM EMBEDMENT DEPTH OF LAC SCREWS SHALL HAVE A 2-3/4- AND A MINIMUM EDGE 2-3/4" AND A MINIMUM EDGE MINIMUM PENETRATION OF / DISTANCE OF 2-3/4". DISTANCE OF 4". 1-9/32"INTO THE MAIN SUPPORT MEMBER. Digitally signed by John E.Scates,P.E. QFTAII 1 DFTA,E z pEtA 3 Date:2015.02.20 09:58:53-06'00' MINIMUM 2500 PS CONCRETE MINIMUM 2000 PSI GROUT FILLED CMU M OOO SUPPORT STRUT TURE NOTE MAXIMUM DESIGN LOAD yOTE" MAXIMUM DESIGN LOAD NQ�MAXIMUM DESIGN LOAD DATE NAME JOHN E.SCATESI PE CAPACITY OF 2085 LBS. CAPACITY OF 24DO LBS. CAPACITY OF 2430 LBS. DRAWN 5 24 07 GRT 3121 FNRGATE DR. SHEET 1 OF 2 CARROLLTON.Tx 75007 CHECKED FL PE$1737 Tx PE 563W/F2203 DRAWING PART NO. I REV. PROFVERIFICATION F NOLOA SEAL FRONDED ONLY FOR JAMB CONNECTION SUPPLEMENT 324620 P16 VERIFlCATKIN Qi MNOLOAO CONSTRUCTION DETAILS. REVISIONS Wayne Dalton 3395 ADDISON DRIVE PENSACOLA. FLORIDA 32514 (850) 474-9890 MIN 2500 PSI CONCRETE MIN 2 X 4 SPF(Ge0.42)OR BETTER WALL STUD Npg; MAX ALLOWABLE FASTENER NOTE: MAX ALLOWABLE FASTENER LOAD MAY LOAD MAY EXCEED THE DESIGN EXCEED THE DESIGN LOAD OF THE STRUCTURE LOAD OF THE STRUCTURE. DESIGN 2 3/4' DESIGN OF SUPPORTING STRUCTURE SHALL BE OF SUPPORTING STRUCTURE SHALL MIN EDGE DIST THE SOLE RESPONSIBILITY OF THE PROFESSIONAL BE THE SOLE RESPONSIBILITY OF OF RECORD FOR THE STRUCTURE THE PROFESSIONAL OF RECORD FOR THE STRUCTURE a EXTERIOR SHEATHING 4 4 G p X X HOLD BACK INTERIOR J/B' SIMPSON TITEN NO. SHEATHING 2-3/4'MIN EMBED.MIN 5/16'LAG SCREW WITH 6'BETWEEN JAMB 1-9/32' EMBED IN CENTER OF BRACKET LOCATION STUD(t 1/4')FOR EACH JAMB BRACKET LOCATION JAMB BRACKET JAMB BRACKET TRACK SOLT 1/4—KDBOLT / TRACK BOLT AND TRACK BOLT AND 1/4-20 HEX NU 1/4-20 HEX NU S• SC/9l // TRACK TRACK ��pENBF ,�S // DIRECT CONCRETE MOUNTING DETAIL DIRECT WOOD MOUNTING DETAIL MAX 4 0 RS PER LAC FASTENER No.51737 �O STATE OF ///// , /ONA`z� ``\ ell, / Digitally signed by John E.Scates,P.E. Date:2015.02.20 09:59:26-06'00' DATE NAME J01P1 E.SCATES.PE DRAWN 1 4 10 13 1 GRT 3121 FNRCATE DR. SHEET 2 OF 2 CARROLLTON.TX 75007 CHECKED FL PE 51737 TX PE 56b00/F2203 DRAWING PART NO. REV. PROFESSIONAL F ENGINEER'S SEAL TRUCIID ONLY FOR JAMB CONNECTION SUPPLEMENT 324620 P16 VERIFICATION OF MNDLOAD CONSTRUC110N DETAILS